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| 1 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. (Morth No-1210 , Page-350-51) |
| 2 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (12.11 -A II page No-351) |
| 3 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (12.11 -C I page No-354) |
| 4 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (12.11 -b VII page No-352) ( Pier well stening , Pear & abutment well & Cap) |
| 5 | Sand Filling in Wells complete as per Drawing and Technical Specifications. (12.21 page No-422) |
| 6 | Sinkng of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and techical specification. Depth of sinking is reckoned (12.12 -b page No-373-375) 1- Depth below bed level upto 3.0m |
| 7 | Sinkng of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and techical specification. Depth of sinking is reckoned (12.12 -b page No-373-375) Beyond 3m upto 10m depth |
| 8 | Sinkng of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and techical specification. Depth of sinking is reckoned (12.12 -b page No-373-375) Beyond 10m upto 20m depth |
| 9 | Sinkng of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and techical specification. Depth of sinking is reckoned (12.12 -b page No-373-375) Beyond 20m upto 30m depth |
| 10 | Back filling behind adutment, wing wall and returm wall complete as per drawing and technical specification (ii) Granular matrial-(13.9) |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in comlete as per drawing and technical specifications (MORT&H no. 14.2) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (13.5 g- page No-458) |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (13.5 g- page No-458) |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (13.5 h- page No-459) |
| 15 | Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (MoRT&H no. 14.2 |
| 16 | Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complate as per drawing and Technical Specification ( Morth No-13.10, Page -463 |
| 17 | Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) 13.13 Plate Bearings |
| 18 | Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (MoRT&H no. 14.2 |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Morth No-14.1 D-II Page-480) |
| 20 | (a) Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications (MoRT&H no. 14.2) |
| 21 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. (MoRT&H no. 14.22 , Page-515) |
| 22 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (MoRT&H no. 14.7, Page-497-498) |
| 23 | Drainage spouts complete as per drawing and techincal specification (MoRT&H no. 14.9) |
| 24 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. (Morth No-14.18-III Page-509 |
| 25 | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications (Morth No-14.4, Page-492 |
| 26 | Construction of embankment with approved material obtained from borrow pits with 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet 97% proctor density requirement of table 300-2. SI.No.-3.16 (405) |
| 27 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. |
| 28 | Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. |
| 29 | Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503. |
| 30 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm & 11.2 mm. aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508. |
| 31 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat as per Technical Spefification Clause -510. |
| 32 | Construction of Patari with approved material obtained from borrow pits with 1 Km lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement |
| 33 | Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. |
| 34 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. |
| 35 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. |
| 36 | Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 37 | 12mm thick plaster with cement mortar in proportion of 1:4 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 38 | Providing & laying filter material underneath pitching in slopes complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.15.5 |
| 39 | Dry rubble Flooring MORT & H Specification 2540 & 2505 Sr. No. 15.9 |
| 40 | Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.15.4) |
| 41 | Providing & laying boulders apron on river bed for protecton against scour with stone boulders weighing not less than 40 kg. each complete as per technical splecificatoin (MORT&H 2504 Sr.15.1) Please Enable Macros to View BoQ information |
